ByusingAreaMomentMethod, Determinethedeflection 3mtotheleftofrollersupport. 30 kN/m 55 kN + 3 m- 9 m El = constant E = 200 GPa 1 = 830 x 10 mm (a) Real Beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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ByusingArea MomentMethod, Determinethedeflection3mtotheleftofrollersupport.
30 kN/m
55 kN
A
9 m
+3m-
El = constant
E = 200 GPa
1 = 830 x 106 mm4
(a) Real Beam
Transcribed Image Text:ByusingArea MomentMethod, Determinethedeflection3mtotheleftofrollersupport. 30 kN/m 55 kN A 9 m +3m- El = constant E = 200 GPa 1 = 830 x 106 mm4 (a) Real Beam
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